UH model: Three-dimensional unified hardening model for overconsolidated clays

Geotechnique

Volumn 59, Issue 5, 2009, Pages 451-469

  Yao, Y P ^a   Hou, W ^b   Zhou, A N ^b  

^a BEIHANG UNIVERSITY   (China)

^b NONE

Author keywords

Clays; Constitutive relations; Deformation; Plasticity; Stress path

Indexed keywords

CAM-CLAY MODEL; CONSTITUTIVE RELATIONS; CURRENT YIELDS; CYCLIC LOADING TEST; HARDENING MODEL; HARDENING PARAMETERS; KEY FEATURE; NEW MODEL; NORMALLY CONSOLIDATED CLAY; OVER CONSOLIDATION RATIO; OVERCONSOLIDATED CLAYS; SHEAR DILATANCY; STRESS PATH; STRESS PATHS; STRESS-STRAIN RELATIONSHIPS; THREE DIMENSIONAL STRESS STATE; TRUE TRIAXIAL TESTS; UNDRAINED; YIELD SURFACE;

CLAY MINERALS; CYCLIC LOADS; DEFORMATION; HARDENING; PLASTICITY; SHAPE MEMORY EFFECT; STRESS-STRAIN CURVES; THREE DIMENSIONAL;

GEOLOGIC MODELS;

CAM-CLAY MODEL; CLAY; CONSOLIDATION; CONSTITUTIVE EQUATION; DEFORMATION; HARDENING; PARAMETERIZATION; PLASTICITY; STRESS FIELD; STRESS-STRAIN RELATIONSHIP; THREE-DIMENSIONAL MODELING; TRIAXIAL TEST;

EID: 67649255049     PISSN: 00168505     EISSN: 00168505     Source Type: Journal    
DOI: 10.1680/geot.2007.00029     Document Type: Article

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